聚脲防渗材料在大海子水库放水涵洞工程中的应用

针对大海子水库放水涵洞闸门前承压段3道伸缩缝止水功能部分失效、伸缩缝漏水防渗处理等问题,采取聚合物砂浆封缝、灌注水溶性聚氨酯堵漏、手工聚脲材料护面防渗等处理,为聚脲防渗材料在水库放水涵洞工程中的应用提供借鉴和经验.     

甘肃河西盐碱荒地开发对河流水质的影响

本文详尽分析了甘肃河西地区张掖临泽部分盐碱荒地开发对生态环境产生的主要污染参数、污染因子及污染物排放量，预测了洗盐废水中可溶性盐分对黑河水质的影响。     

山羊肺淋巴系的研究

24例山羊肺经肺实质和肺胸膜下注射30％普鲁士蓝氯仿溶液，剖查其器官内淋巴管及淋巴流向。结果表明，山羊肺的器官内淋巴管有浅淋巴管和深淋巴管2种。左肺尖叶淋巴管注入左支气管肺淋巴结和气管支气管左淋巴结，左肺心叶淋巴管注入左支气管肺淋巴结、气管支气管左淋巴结和气管支气管中淋巴结，左肺膈叶淋巴管注入气管支气管左淋巴结、气管支气管中淋巴结和纵隔后淋巴结；右肺尖叶淋巴管注入右支气管肺淋巴结和气管支气管前淋巴结，右肺心叶淋巴管注入右支气管肺淋巴结和气管支气管右淋巴结，右肺膈叶淋巴管注入气管支气管右淋巴结、气管支气管中淋巴结和纵隔后淋巴结，右肺副叶淋巴管注入右支气管肺淋巴结、气管支气管中淋巴结和纵隔后淋巴结。     

黄土高塬沟壑区道路排水沟侵蚀产沙试验

为给黄土高塬沟壑区道路排水沟水土流失测算及其防护提供科学依据,采用野外原位放水冲刷试验方法,在放水流量10~50 L·min^-1和坡度4°~10°条件下,对土质道路裸露排水沟和植被排水沟的侵蚀产沙规律进行试验研究。结果表明:放水流量和坡度增大,裸露和植被排水沟的径流含沙量和土壤剥蚀率均成倍数增大,与放水流量呈显著指数函数关系;同一试验条件下,裸露排水沟的径流含沙量和土壤剥蚀率分别是植被排水沟的1.3~1.7倍和1.4~2.2倍。放水流量和坡度对裸露排水沟径流含沙量的影响较为接近,而植被排水沟径流含沙量主要受放水流量影响;不论裸露还是植被排水沟,放水流量对土壤剥蚀率的影响都远大于坡度。     

草坪灌溉与排水课程设计的关键环节分析

为了提高草业科学本科生创造性和独立性,要求学生完成喷灌系统课程设计。该课程设计特点是公式多、难记忆、抽象和难掌握。在课程设计过程中,学生经常找不到切入点,不知道各环节计算公式和各环节之间的联系。通过对多年教学过程的总结和概括,分析设计灌水定额和灌水周期、喷头布置和选型、轮灌组划分等关键环节,进一步阐明各关键环节之间的联系,以期指导学生更好掌握草坪灌溉与排水课程,达到满足草坪草用水、节约用水、形成水动景观效果、解决我国水资源紧张等目的。     

Managing the water balance of The Fayoum Depression,Egypt

A study of the water balances of The Fayoum irrigated lands and Lake Qarun was made to investigate the management of the irrigation system and the efficiency of irrigation water use. The two water balances are strongly interrelated. The drainage flow to Lake Qarun and the water level of the Lake are in delicate balance. A rise in Lake level causes the inundation of adjacent land. Management of The Fayoum water balance assumes control over irrigation water flows, but this control has technical and organizational limitations. Also discussed is the influence of irrigation practices in The Fayoum on the water balance (e.g., the autumn flushing of fields and farmers' preference for not irrigating at night in winter). Notwithstanding a high overall efficiency, irrigation efficiency during the winter is low. The reasons for this are given, together with the constraints against improving system management. Improved uniformity of the division and application of irrigation water will enable a better technical control of flows and will result in better water management in The Fayoum. Abbreviations: FID — Fayoum Irrigation Department, 1 feddan (fe) — 0.4 ha, 1 mcm — 1 million cubic metres: an average annual flow of 3.17 m³/s gives 100 mcm, m³/fe.year — supplied volume (m³) per surface area (fe) per year: 1000 m³/fe.year equals 240 mm/year, MSL — Mean Sea Level     

Irrigated land retirement

Land retirement is ceasing irrigation withthe goal of reducing load, in general, ofdissolved constituents and, in particular,of trace elements, present in subsurfacedrainage generated from irrigated lands. Retirement is achieved through a process ofgoal setting, strategy development anddetermining effects, developing landselection criteria, implementation, andmonitoring. In this study, effects of landretirement are evaluated using hydrologic,soil and economic models as well as resultsfrom a field demonstration study. From themodeling and field monitoring, a process isdeveloped to meet the goals of a landretirement program in the San JoaquinValley of California.Potential negative effects listed for landretirement included loss of agriculturalproductivity, perhaps permanently, and lossof revenue to surrounding communities. Uncertainties included those associatedwith reuse of retired lands as wildlifehabitat, with retired-land maintenanceincluding dust control, with potentialpreservation of retired lands in reservefor future re-introduction to irrigated ordry-land agriculture, and withinstitutional changes concerning repaymentof federal and state water contracts. Benefits would accrue from economic returnto the landowner from the sale of property,the sale or lease of irrigation watersupply, the reduced cost of handlingdrainage, and allocation of freed-up waterto beneficial uses, and the reduced risk ofselenium exposure to fish and wildlife.A recommended sequential approach to selectand manage retired land is to identifyprimary objectives; formulate and implementarea-specific land retirement scenarios;measure biologic, hydrologic, soils andeconomic consequences in the short term andthe long term and manage and monitorretired lands based on dynamic biologic,hydrologic and soil conditions.     

Performance indicators for irrigation and drainage

This paper summarises the performance indicators currently used in the Research Program on Irrigation Performance (RPIP).Within this Program field data are measured and collected to quantify andtest about 40 multidisciplinary performance indicators. These indicatorscover water delivery, water use efficiency, maintenance, sustainability ofirrigation, environmental aspects, socio-economics and management. Theindicators now are sufficiently mature to be recommended for use inirrigation and drainage performance assessment.     

Farm salinity appraisal with water reuse

The need for a better understanding of the interaction between irrigation practices and the elevation and quality of the water table is of paramount importance for developing irrigation management strategies to ameliorate the regional problems of elevated saline water tables in the San Joaquin Valley, California. An area of approximately 3000 ha which includes portions of the Diener Ranch and the adjacent University of California, Westside Research and Extension Center, located south of Five Points in the Westlands Water District on the west side of the San Joaquin Valley was chosen for extensive field measurements. Field work consisted of four main activities namely, field instrumentation, collection of records of field activities, periodic data collection, and analyses of field data. Field measurements of water table carried out during 1994 indicated that the water table elevation was sensitive to the irrigation practices. There was a general increase in the area with a water table close to the surface during the irrigation season, and a return to water table elevations similar to the starting conditions at the end of the season. During the study period, the surface water quality deteriorated more in areas irrigated with reuse water and persisted through the end of the season. Depth averaged electrical conductivity for the study area over 6.5 m decreased between December 1993 and December 1994. Vertical hydraulic gradients in the saturated zone, were found to be an order of magnitude larger than horizontal gradients. The direction of vertical gradients changed, with downward gradients following pre-irrigations and upward gradients later in the season, when crop water requirements increased. Based on the results of the field study, it can be concluded that the irrigation management practices have a direct effect on local water table response as well as on water quality. Therefore, irrigation practices that promote less deep percolation losses may be helpful in controlling the water table rise.     

Testing and statistical analysis of the performance of a pipe drainage system: A case study in north-eastern Italy

A survey program was carried out from June 1988 to august 1989 in North-eastern Italy in a pipe drainage area of 61 ha in order to verify if the year of installation (one part of the system has been installed in 1984 and another one year later) and the cover material of drains (pipes were covered with cocofibre for 2/5 of their length and without envelope for 3/5) could influence the functioning of the system. Collected data of drain discharge and water table depth were subjected to an elaborate statistical analysis.A methodological approach to determine the sample size (how many measurements of discharge and watertable depth are required, in space and time, from a statistical stand-point) in drainage experiment is proposed. For drainage systems similar to the considered one, a sample size of 10–12 drains and 6–8 observation wells can be recommended in order to obtain a standard error lower than 10–15% of the mean.